HomeMy WebLinkAboutNotice of Commencement JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY
FILE # 4342089 OR BOOK 4032 PAGE 2031, Recorded 08/18/2017 08 :23:05 AM
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NOTICE OF COMMENCEMENT AUG 8' 2017
l:1EM41 lT1WG
Permit No. Tax Folio No. 3�f��C b�z�W?). St. Lucie County, PL
State of Florida County of St.Lucie
The undersigned hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 71.3,Florida Statutes,
the following information is provided in this Notice of Commencement.
Legal Description of Property:(and street address if available)• n �V -,` `�C,�
�,,� Po ry- V her a- RAK�1�1� b �,tA-� L, & v L 7
If
General description of improvement: K t0[kC¢r t,�1lcal
Owner information or Lessee information if the Lessee contracted for the improvement:
Name �o
Address a
Interest in property: v
Name and address of fee simple titleholder(if different from Owner listed above): y
v
contractor's Name: Florida Home Improvement Associates W
Contractor Address:3044 SW 42 St Fort LaitfierdRIP,FL33312 Phone Number:954-792-4415
LA- Od
Surety(if applicable,a copy of the payment bond is attached):Amount of bond:$ =o W
Name and address: Phone number: a,
r- O
1-0 a N
Lender Name: Phone Number: =U - �to
Lender's address: P
W �
Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided byn�,§Fg W =
713.13(1)(a)7.,Florida Statutes: 0O U U
Name: Phone Number: U
Address: "L' ¢0
OUrnQ'Z� ct
In addition to himself or herself,Owner designates of to receive a a u=ofctht
Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes.
CIO W1.-0 c (�
Phone number of person or entity designated by owner:
Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment'to the
contractor,but will be 1 year from the date of recording unless a different date is specified)
WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTERTHE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713,13,FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of
m knowled an
(Signa a of Owne ee,or Owner's or Lessee's Authorized Offlcer/Director/Partner/Manager
Owner
(Signatory's Title/Office)
The foregoing instrument was acknowledged before me this /o day of 20
By A/tcr& p/tytAc as &V"*- for
Name of so / Type of authority(e.g.officer,trustee) Party on behalf of whom instrument was executed
Personally known"-,orprod uced Identification`
(Signature of ITotary Public-State of Florida)
(Pr1nt,Type,or Stamp Commissioned Name of Notary blj •h MATTHLW BIRMSen ification produced
= MY COMMISSION 0 GG119446
yo. ExPlft£S July 02.2021
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mmpieteall Work hereunderwithinjLWaysafter the CommenttmentDom contract Price $M010-
TheT6TALPRIM for all Labor and MatanaftVwJudbtany,pld[rablediscount)is $ afll Sales Tax( %i $
oownPayment .,b_ (if applicable)
balance Payable `$$°1 Total Contract Pace S211-1-01
Contractorw10provl aarafinal Waiver and Release ofLien and cwttraRar'sfinal Affdavittoornret,substantially almilartothe farm
Inc,adedlnchaote, 13. aSYJtursf20(151.
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MIKiltareogs This contract contains the ehtlm eonbaet of the parties.it may not be charted orally but only by a s"d chanife order or ottwr
written amendment.The waiver by any party of a breach of any provlslon of this contwet shall not operate or be construed a,wahter of any
subsequent breach byany party.
IN WITNESS WHEREOF,the Parties hereto have executed this contract,under seal,as of the day and year first Above written.
You the Buyer may cancel this transection si any time prior to reldldght on the third baahssas day after do date of ebb transection.
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CUSTOMER'S NAME `FHA•LEAD NUMBER' 'I OE OF PROPERTY ROOF HEIGHT, FLOOR NUMBER TOTAL#Of lFLOdRS
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AIS 6 "1
PERI'A 1-17i
St. Lucie County, FL
let..
l®r
PRODUCT APPROVAL NUMBER:
FL #16736.1
OPENING IDENTIFICATIONS:
4. HS
8/11/2016 Florida Building Code Online
BCIS Home Log In I User Registration Hot Topics I Submit Surcharge Stats&Facts I Publications I FBC Staff I SCIS Site Map Links I Search
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Product Approval Menu>Product or Application Search>Application List>Application Detail
? *' FL# FL16736-R1
Application Type Revision pE[':.'s 1-171 idC�
Code Version 2014 c''• i_zcie C.CL!lhr, FL
Application Status Approved
Comments
ArchivedU �, e gull^, [°a
v C >
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 255
sbrooks@cws.cc
Authorized Signature Stephen Brooks
sbrooks@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Category Windows
Subcategory Horizontal Slider
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
9 Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed Lucas A.Turner
the Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich, PE
O Validation Checklist- Hardcopy Received
Certificate of Independence FL16736 RI COI EvalRep CWS-8718(HS-8200. 74x63. IMP).odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440-08 2008
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-09 2009
PA/TAS 201/202/203 1994
Equivalence of Product Standards
https://www.floridabuilding.org/pr/pr app 00.aspx?param=wGEVXQwtDquBoblp/p2flZm6TgPohLz6ontOaKpvglON3eNaBBBv3yAgMA°/*3d%3d 1/2
8/11/2016 Florida Building Code Online
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/15/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
Summary of Products
FL# Model,Number or Name Description
16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74"x 63", XO or OX.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16736 RI II CWS-8718 (HS-8200. 74x63. IMP).odf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +60/-60 Evaluation Reports
Other: Large Missile, 74"x 63", DP+/- 60 psf. Outer lite in FL16736 R1 AE DuPont PVB NOA 13-0129 27.pdf
I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE EvaIReD CWS-871B (HS-8200, 74x63.
Glass complies to ASTM E1300-04. IMP). df
FL16736 R1 AE Ouanex (Mikron) NOA 12-1017 02.pdf
Created by Independent Third Party: Yes
16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 111"x 63", XOX.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16736 R1 II CWS-8698 (HS-8200 111x63, IMP).pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +60/-60 Evaluation Reports
Other: Large Missile, 111"x 63", DP+/- 60 psf. Outer lite in FL16736 Rl AE DuPont PVB NOA 13-0129 27.pdf
I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE DuPont SGP NOA 11-0624 02.Ddf
Glass complies to ASTM E1300-04. FL16736 R1 AE EvalRep CWS-869B(HS-8200, 111x63,
IMP). df
FL16736 R1 AE Ouanex (Mikron) NOA 12-1017 02.pdf
Created by Independent Third Party: Yes
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Contact Us:: 2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a
personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter
455,F.S.,please click here.
Product Approval Accepts:
n MaRMAJ El:hEck M
_ Credit Card
j Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPohLz6ontOaKpvg[ON3eNaBBBv3yAgMAp/o3dp/o3d 2/2
URNER 1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 871B
April 18,2015
Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ),XO
or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window)
Manufacturer: Custom Window Systems, Inc. 1900 SW 44`x'Ave, Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 5t"
Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing
standards performed are outlined below.
Technical Documentation:
1) This report,prepared by Lucas A.Turner,P.E., at 1239 Jabara Ave.,North Port,FL
2) Approval drawing CWS-871B, signed and sealed by Lucas A. Turner,P.E.
3) Test Reports NCTL-210-3887-1, -IA, -2, and-2A,by National Certified Testing Laboratories,
Orlando,FL, signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201, 202,203
`94, ASTM E 1886 `02/04/05,ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA
101/I.S.2/A440 `08
4) Supplemental Calculations to support CWS-871B, signed and sealed by Lucas A.Turner, P.E.
Installation: Units must be installed according to approval document CWS-871B.
Limitations of Use: This product:
• May be used up to the sizes and daylight openings indicated in CWS-871B
• Achieves design pressures of+/-60 psf
• Is Large Missile impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129.271
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021
11 have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the 5"'Ed. (2014)Florida Building Code for use in this
product.
Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire, a financial interest
in any other entity involved in the testing or approval process of this product.
..
No 58201
y 6
13 STATE OF 4 4/18/2015
46
o R 1 p `� N' +`i Lucas A. Turner, P.E.
FL PE#58201
Lucas A. Turner
2015-04-18 22:21-04:00
NOTES:
HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED $L�A
wSYSTEPRSTO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENTEDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 44TH AVE.IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINEDFLORIDA 34474
IN ASTM E 1996 PER THE FBC. WS.CC
75 1/4"MAX.OVERALL FLANGE WIDTH 2.GLAZING OP
8200 PVC
74"MAX.UNIT WIDTH 3.CONFIGURATIONS:"OX","XO". HORZ.SLIDER
4.DESIGN PRESSURE RATING: IMPACT
33^GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
A GLASS TABLES ASTM E-1300-04.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER in v
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04. v a
I I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED
I I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR Y w
MAX. DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w ¢
s41/4^ m
FLANGE BI B ANCHOR CALCULATIONS. v Z
HEIGHT m
6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT LL N O
REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT b o
UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT a "' z W
63" I I I MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w o O C=
Ld
MAX. FLYING DEBRIS. o o a
Ill
HEIGHT O X 594/16' 7,ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT UNT a z U
SASH USED AT FIXED MEETING RAIL AND HEAD/SILL. (L = w
HEIGHT U
8.SERIES/MODEL DESIGNATION HS-8200. m ¢ O
z
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
5813/16" B X=OPERABLE SASH,O=FIXED SASH I
�lr
GLASS I 5 ,,�%� P
DLO C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ��:GQ5.�..........0 NgF GQ'%
5 LOCATION.
I j I D v; No 58201
I \ I 5 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS.
-- C -- 90; STATE OF ''4u
C fJ A A Lucas A. �Fs:.,C O R,a �`�,`��
5 Turner ���hS�4NA�1E�.�`
33"GLASS DLO 2015-04-11
36 5/16" MAX.SASH WIDTH 15:18-04:00
4/11/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS DRAWN BY: DATE:
ADE 10/10/13
GENERAL NOTES&ELEVATIONS...........1 MAX. UNIT SIZE DESIGN PRESSURE RATINE7=�
DWG#: REV.:
SECTION VIEWS&GLAZING DETAILS....2
EXTRUSIONS&B.O.M...............................3 74"x 63" +/- 60 PSF CWS-871 B
ANCHOR SCHEDULE&NOTES................4 SCALE: SHEET
INSTALLATION DETAILS...........................5
1:15 1 OF 5
aa
®m•
7 8 7 30 2 WINDOW SYSTEMS
INTERIOR 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
11 1 18 1 1 3 6 WWW.CWS.CC
8200 PVC
HORZ.SLIDER
IMPACT
O O D
41 40 3 12 29 39 w }
W Q m
SECTION B-B rn
U Z
8 Q 11 NOTE:FIXED LITE AT HEAD mLL ~ O
o AND SILL IS SIMILAR. `� o
C70 31 a w Z W
19 a w d
w
cc
38 35 0 < m
36 3
m Q Z
19
41 4 lllpplllll���I
M D PAN OF SASH HEAD IMPACT K(T�'P) .` 5 0Rw TG�''�
42 (ITEMS 35&36) �GQ ..........
G E Ng�. Q,Ly�
7/8"OVERALL J
v: No 58201 -P
1/8"ANNEALED or TEMPERED
INTERIOR
7/16"AIRSPACE az
I I Z STATE OF .W-
I 5/16"LAMI '�0,.•�A' P, ••���
F •[0Rty 'N�'.•
1/6"ANNEALED �i��s'5+�..
SWEEP LOCK(TYP.) gp8lNAlllll��
4to
3 O
ONLY
ENGAGED
N CANE FORCE WINDS. 49Q DUPONT PVB INTERLAYER
LOCATED AT THIRD POINTS 1!8"ANNEALED xz
19 4I X I (ITEM 27) 43 PURFECT GLAZE'H" 4/11/2015
13 � SIKAFLEX 552 LUCAS A.TURNER,P.E.
1 FL PE#58201
41 1239 JABARA AVE.
8 34 5 NORTH PORT,FL 34268
IIIL�II �IL��IIII�nIII I PH.941-380-1574
36 :r,/,GLASS BITE SHEET DESCRIPTION:
�o uo SECTION VIEWS AND
GLAZING DETAIL
SECTION A-A HEAD IMPACT HOOK AND DRAWN BY: DATE:
JAMB SWEEP LOCK LOCATIONS ADE 10/10/13
120 DWG#: REV.:
SECTION C-C Q
LASS TCWS-871 B
ALTERNATE FIN FRAME
1:1YPE A SCALE: SHEET
1:2 20F5
PARTS LIST 31/8^ .I CORNER CONSTRUCTION (C���® �
ITEM PART# DESCRIPTION VENDOR MATERIAL 31/8"
1 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1 1/2^ WINDOW SYSTEMS
2 H-1699 Reinf.S.B.R.lS.S;R, Keymark Alum O 6 5 3 OCA A, LTH AVE.
3 H-1836 Meet.Rail,Fxd. Keymark Alum 4 WWW. FLORIDA 34474
1/16" W W W.CWS.CC
4 H-6052 Sash Top/Bot.Rall Mikron PVC 211/16", 1/16 3 9LF
2118^ 1/165 H-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC ITS IQ CORNER WELD
6 H-6050 Sash Meet.Rail,PVC Mikron PVC L (ALL SIDES) 8200 PVC
7 H-sosl Sash Side Ra 1,PVC Mikron Pvc p 1t8
HORZ.SLIDER
8 H-6049 Main Fr.,SH,w/Fig.,PVC Mikron PVC PVC FRAME FLANGE-6049 FIXED RAIL-1836 IMPACT
9 P-3029 Screen Pull Tab Summit PVC FRAME FIN-6048
15
10 P-3033 Screen Spring,SS Hurley 1 15/16" 13/16"- 26 u2
11 P-3113 Screw Support,PVC Team Plastic Rubber 23/16" � 9/16" o a H
r: vui
6 7 4 40 000
12 P-3218 Screen Frame Allmetal RoIlForm
13 P-3228 Screen Spline,.155 Dia.,Elk. Dapa 15/8 15/8" Q 1 5/8" 1 5/16" `1 W
14 P-4754 Screen Frame Comer Key Allmetal Nylon 1FF
/16" q 1/16" L q 1/16" 1/16 FIXED MEETING RAIL w ¢ m
15 P-3342 Seam Sealer,SM-5504 Schnee Silicone LL L SCREWED TOGETHER WITH U)
OUTERFRAME
16 P-3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. FrankLowe Rubber PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL"-6051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER-6063 1:8 LL O
17 P-3429 Wstp.,0.270 x.187 back FinSeal,Gr Ultrafab a o
18 P-3539 #8 x 3/4"Square TEK 2 Znc Fastenal Steel 5/8• 3/4" 1
W o O w
19 P-4730 #8 x 1/2"Truss PH TEK 2 Zinc Fastenal Steel 0 3/16" r+ I 2 a w a
T1 1/16" wLIJ
20 P-3752 Cap Plug,1/2"Hole M&M Nylon 1°
15/16"
3783 or O L 1/16 L a = w
21 P-5250 Spring Lock,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699 v ❑
22 P-4779 Roller,Tandem M&M Nylon 6" 1 1 5/16"
23 P-4051 #8 x 1 1/4 Ph FH TEK,Wht. Fastenal Steel 35 7/16" 1 1/4^ 00 a z
3/4" —LL
7/8" 3/16" ��tlitrl11I1���
24 P-4069 Keeper,Impact,PVC Interlock 1/16" —� 34 �> 11
25 P-4479 Weep Cover w/Flap M&M Nylon L 32 .+��9 P�DRW TC���'.
26 P-4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel PLAN VIEW-1999 HEAD IMPACT HOOK-1999 1/16" 1/16 �Z Ci %,P'P���
27 P-4958 Rotary Lock Sullivan ZincS.B.R./S.S.R.-1498 ROLLER TRACK-1776 No 58201 t-A%
28 P-4952 Keeper,Rotary Lock Sullivan Zinc 0 3/16^
29 P-4959 Wstp.,0.420 x.187 back FinSeal,Gr Ultrafab O 1/4" 7/8" 9 STATE OF .���
30 P-4633 Barrel Fastener Fastenal Steel 41 T 31 ,;NN:A �.�c��,+
4- 6, _ 7/a^ 9/16" ., •.,C 0 R t 0,�G\,�+
31 S-1112 Reinforcement,Head Keymark Alum "�5/a �— �— 1/16 ����i,`s70 �. %
32 S-1498 Reinf.S.B.R./S.S.R, Keymark Alum T— 3(3 �� �Ai�t►t,��
34 S-1776 Roller Track Keymark Alum 5/6" PVC GLAZEBEAD-6064 GLAZE BEAD-1112
L 1/16"
35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 1/2" 1 1/8"�{ 3/8",F-1 5/16"J 4/11//2_015
36 S-2000 Panel Catch,Head,Impact Keymark Alum 1L
p 3 AS A.TURNER,P.E.
37 S-6005 Anti Lift Mikron PVC 3/ts" 38 LUC
AS 3" 1/2" 1/16" 1/16" FL PE#58201
38 S-6013 Scm.Adapt.,w/Nib,PVC Mikron PVCPVC ANTI-LIFT-(3005 1239 JABARA AVE.
39 S-6014 Sc .Adapt.,PVC Mikron PVC i r �rU PVC SCREEN CATCH-6013
SCREW SUPPORT-3113 NORTH PORT,A 34288
rn
PH.941-380-1574
40 S-6063 Fixed Rail Cover Mikron PVC 1 1/8^� SHEET DESCRIPTION:
41 S-6064 Glazing Bead Mikron PVC 5/16"�
42 GLASS SEE SHEET 2 CARDINAL GLASS 39 BOM AND EXTRUSIONS
43 Purfect Glaze"H",SikaFlex 552 Henkel/Sika Silicone 1/16"
PVC SCREEN SUPPORT-6014 DRAWN BY: DATE:
ADE 10/10/13
DWG#: REV.:
CWS-871 B
LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET
33
1:2 30F5
WINDOW SYSTEMS
121/2"MAX.O.C.(TYP.) 1900 SW 44TH AVE.
6"MAX.(TYP.) 3 (TYP.) OCALA,FLORIDA 34474
SEE NOTE 2 4"MAX.(TYP.) 8"MAX.O.C.(TYP.) SEE NOTE 2 WWW.CWS.CC
r--3"(TYP.) 4"MAX.(TYP.)
6"MAX.(TYP.)
-- -- -- -- -- -- -- -
r INSTALLATION 8200 PVC
ANCHOR(TYP.) I I I INSTALLATION HORZ.SLIDER
8" ANCHOR(TYP.) IMPACT I
MAX O.C.
I (TVP.) a
n a lil
MAX.O.C. I II I I I I o o
(TYP') W
I wQm
o z
m � g
Lo
1 II I I I I ° w
fr
Lu
W F
W CC
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ANCHOR LAYOUT-(FLANGE)
ANCHOR LAYOUT-(FIN)
m ¢ z
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�t• No 58201 '��
NOTES: %90 ••NATE OF • .44
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ri�S�ONA%-
2.
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. x
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 5. 4/11/2015
LUCAS A.TURNER,P.E.
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST FL PE#58201
BE PROTECTED TO PREVENT REACTION.
1239 JABARA AVE.
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT, 34288
SPECIFIED IN TABLE 1,SHEET 5. PH.941-380--11 574
SHEET DESCRIPTION:
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE AND
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
DRAWN BY: DATE:
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. ADE 10/10/13
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG#: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-871 B
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 120 4 OF 5
MIN.EMBEDMENT 1( 7///(N�®�jm'�/�(/G
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE V-(afU/ uu(Y IrIJ nil/I
BYOTHERS WINDOW SYSTEMS
MIN.EDGE DIST. 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE.
SEE TABLE 1 SEE TABLE 1 BY OTHERS
T LA,
SUBSTRATE BY OTHERS 1/4"MAX.SHIM SEE TABLE 1 Ww CWS.CC FLORIDA 34474
SEE TABLE 1 MIN.EDGE DIST.
MIN.EMBEDMENT SEE TABLE 1
PERIMETER SEALANT SEE TABLE 1 =..-+0 8200 PVC
BY NSTALLER INSTALLATION ANCHOR
INSIDE AND OUT (� SEE TABLE I fl HORZ.SLIDER
SEALANT BEHIND Ej o C]^I�1 SEE TABLEDMENT IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM [IL-III � W
r
R p�Qo PERIMETER SEALANT
u PERIMETER SEALANT n BYINSTALLER o 0 0
BY NSTALLER p Lim INSIDE AND OUT
INSIDE AND OUT INSTALLATION ANCHOR w
INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 w ¢ m
FLANGE BY INSTALLER SEALANT BEHIND
FIN BY INSTALLER U Z
SEE TABLE 1
�gl HORIZONTAL SECTION C HORIZONTAL SECTION m H O
h
5 TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE o N
HEAD AND SILL SIMILAR FOR FIN INSTALLATION " w Z >
W w O
W
a o
O
U
a 1/4"MAX.SHIM o w Lu cc
a w
SEALANT BEHIND �o U
FLANGE BY INSTALLER 0 "
m ¢ Z
PERIMETEBY NS ALR pEALANT SEE TABLEDMENT REW�T�i,�
INSIDE AND OUT �� 5 S //
No 58201
SUBSTRATE BY OTHERS '
SEE TABLE 1 MIN.EDGE DIST.
SEE TABLE I
A VERTICAL SECTION �90
STATE OF 4"
5 TYPICAL SILL ANCHORAGE O RIO.-*Nfillgl
il E��P•
D
,Z/
TABLE 1:APPROVED INSTALLATION FASTENERS a 4/
FRAMET2015
DGE DIST. a� LUCAS A.TURNER,P.E.
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" FL PE#58201
PERIMETER SEALANT 1239 JABARA AVE.
FLANG BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574
D HORIZONTAL SECTION
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 5 BOX FRAME INSTALLATION SHEET DESCRIPTION:
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS
OR ELCO ULTRACON
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KW IK-FLEX OR ITW FULL THREAD " UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16ADE 10/10/13
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD MIN. E FILLET, F LL PERIMETER, ADE
CAULK IS APPLIED DWG#: REV.:
FLANGE 7/1g�� INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-871 B
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
FIN 2XMIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1:2 50F5